Bridge Statistics for Lower Allen, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 13724,  Location: LISBURN (Lat: 40.167928,  Lng: -76.907261),  Route carried "on" structure: State highway 114,  Year Built: 1906,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,756 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,207 (year 2032),  Design Load: HS 20,  Features Intersected: MILL RACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.651,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $103,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13763,  Location: LOWER ALLEN TWP (Lat: 40.234722,  Lng: -76.913897),  Route carried "on" structure: State highway 581,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 40.08m (131.50ft),  Average Daily Traffic: 85,079 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 110,987 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2014,SR 2033,NORFLK S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.827,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 15,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.70m (133.53ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $963,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13881,  Location: NEAR CAMP HILL (Lat: 40.227383,  Lng: -76.932608),  Route carried "on" structure: State highway ,  Year Built: 1955,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 17,520 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,579 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF CEDAR RUN,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.900,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 13882,  Location: S.17TH St. (Lat: 40.236953,  Lng: -76.909486),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,521 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,635 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK SO.,  Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.147,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13887,  Location: 0.1 MI E OF LR 21014 (Lat: 40.177811,  Lng: -76.924197),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 1,670 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,953 (year 2032),  Design Load: HS 20,  Features Intersected: YELLOW BREECHES,  Facility Carried by Structure: SR 2019 Forge rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13898,  Location: LOWER ALLEN TWP (Lat: 40.224950,  Lng: -76.913108),  Route carried "on" structure: Spur State highway ,  Year Built: 1952,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,206 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,256 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: SR 2031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $126,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13899,  Location: EBERLY'S MILLS (Lat: 40.225058,  Lng: -76.906336),  Route carried "on" structure: State highway ,  Year Built: 1943,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,435 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,233 (year 2032),  Design Load: HS 20,  Features Intersected: CEDAR RUN,  Facility Carried by Structure: SR 2033
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $582,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14035,  Location: LOWER ALLEN TWP (Lat: 40.190000,  Lng: -76.921667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 200 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 280 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-646
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $99,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14036,  Location: LOWER ALLEN TWP (Lat: 40.191667,  Lng: -76.918333),  Route carried "on" structure: Interstate 76,  Year Built: 2001,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 25,229 (year 2003),  Truck Traffic: 24%,  Average Future Daily Traffic: 32,742 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: YELLOW BREECHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.20m (36.75ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $2,108,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14041,  Location: N.GRN LANE FARM/YEL.BRCH. (Lat: 40.224625,  Lng: -76.898106),  Route carried "on" structure: City street ,  Year Built: 1889,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 2,808 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,745 (year 2041),  Features Intersected: YELLOW BREECHES CREEK,  Facility Carried by Structure: GREENLANE DRIVE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $899,000,  Deck Structure Type: Open Grating

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Structure Number: 14042,  Location: .4NEI83 &PTC#18/YELLW BR (Lat: 40.217847,  Lng: -76.879044),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 1,446 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,928 (year 2041),  Features Intersected: YELLOW BREECHES CREEK,  Facility Carried by Structure: BEACON HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14044,  Location: ADJACENT US15/HBG. XPRESS (Lat: 40.229797,  Lng: -76.931700),  Route carried "on" structure: ServiceCity street ,  Year Built: 1960,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 80%,  Average Future Daily Traffic: 500 (year 2037),  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: SPANGLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14045,  Location: 1.8SW CAMP HILL @ AYCOCK (Lat: 40.218142,  Lng: -76.937358),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2041),  Design Load: HS 20,  Features Intersected: CEDAR RUN,  Facility Carried by Structure: HARTZDALE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37465,  Location: I-83 & TNPK RAMP, EXIT-39 (Lat: 40.210383,  Lng: -76.878369),  Route carried "on" structure: Interstate 83,  Year Built: 1950,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 76,540 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 85,207 (year 2032),  Design Load: HS 20,  Features Intersected: PA TURNPIKE RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.681,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37466,  Location: I-83 OVER PA T'PIKE (Lat: 40.211669,  Lng: -76.879108),  Route carried "on" structure: Interstate 83,  Year Built: 1951,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 76,540 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 85,207 (year 2032),  Design Load: HS 20,  Features Intersected: PENNA TPK, I-76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.681,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $366,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37467,  Location: 0.1 MI N OF PA TRNPK (Lat: 40.212967,  Lng: -76.879889),  Route carried "on" structure: Interstate 83,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 76,540 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 85,207 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T-955; LIMEKILN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.681,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $366,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37468,  Location: CUMB & YORK CO LINE (Lat: 40.216194,  Lng: -76.881778),  Route carried "on" structure: Interstate 83,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 76,540 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 85,207 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: YELLOW BREECHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.681,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.40m (43.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $147,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,988,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37473,  Location: I-83 EXIT 39A (Lat: 40.206794,  Lng: -76.875639),  Route carried "on" structure: State highway 114,  Year Built: 1958,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 8,632 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,194 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-83; SR 0083
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.954,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38029,  Location: FAIRVIEW TWP (Lat: 40.203750,  Lng: -76.898806),  Route carried "on" structure: Interstate 76,  Year Built: 1949,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 25,229 (year 2001),  Truck Traffic: 24%,  Average Future Daily Traffic: 33,380 (year 2030),  Design Load: HS 20,  Features Intersected: LR66028, SR 4027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $253,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3803,  Location: FAIRVIEW TWP (Lat: 40.208333,  Lng: -76.871667),  Route carried "on" structure: Ramp Interstate 76,  Year Built: 1949,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 8,905 (year 1993),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,846 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: TURNPIKE RAMP AB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $332,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38031,  Location: FAIRVIEW TWP (Lat: 40.206667,  Lng: -76.868778),  Route carried "on" structure: Interstate 76,  Year Built: 2017,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 29,356 (year 2001),  Truck Traffic: 21%,  Average Future Daily Traffic: 39,064 (year 2030),  Design Load: HL 93,  Features Intersected: SR 0114, Lewisbury Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $305,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38117,  Location: YEL BR/@ROSSMOYNE/CUMB Y4 (Lat: 40.202797,  Lng: -76.925822),  Route carried "on" structure: City street ,  Year Built: 1899,  Status: Closed,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,581 (year 2012),  Average Future Daily Traffic: 750 (year 2032),  Features Intersected: YELLOW BREECHES CREEK,  Facility Carried by Structure: T955 SLATEHILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Superstructure: Imminent failure,  Substructure: Fair,  Channel: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $858,000

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Structure Number: 38118,  Location: YEL BR/.9S PA TURNPIKE (Lat: 40.184911,  Lng: -76.911906),  Route carried "on" structure: City street ,  Year Built: 1887,  Status: Closed,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 263 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 204 (year 2030),  Design Load: HS 20,  Features Intersected: YELLOW BREECHES CREEK,  Facility Carried by Structure: T968 ; SHEEPFORD R
Minimum Vertical Clearance: 4.04m (13.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $675,000,  Deck Structure Type: Open Grating

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Structure Number: 39654,  Location: LISBURN (Lat: 40.167653,  Lng: -76.905733),  Route carried "on" structure: State highway 114,  Year Built: 1997,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 3,756 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,290 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: YELLOW BREECHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40835,  Location: HEMPT BROS. UNDERPASS (Lat: 40.220900,  Lng: -76.910700),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,706 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,165 (year 2032),  Design Load: HS 20,  Features Intersected: HEMPT QUARRY ACCESS,  Facility Carried by Structure: SR 2031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 40856,  Location: 1.2 MILES S. OF LR 21069 (Lat: 40.183761,  Lng: -76.929769),  Route carried "on" structure: State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,691 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,131 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TRIB YELLOW BREECHES CR,  Facility Carried by Structure: SR 2017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4517,  Location: 2 Miles West of I-83 (Lat: 40.200231,  Lng: -76.914403),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 860 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 860 (year 2020),  Design Load: HS 20,  Features Intersected: Trib to Yellow Breeches,  Facility Carried by Structure: T-955, Limekiln Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45869,  Location: Capital City Mall (Lat: 40.222042,  Lng: -76.936606),  Route carried "on" structure: US 15,  Year Built: 2010,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 72,895 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,515 (year 2032),  Design Load: HL 93,  Features Intersected: Lower Allen Dr/T618
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.769,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46021,  Location: Outside Camp Hill (Lat: 40.227419,  Lng: -76.932442),  Route carried "on" structure: US 15,  Year Built: 2010,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 72,895 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 72,515 (year 2032),  Design Load: HL 93,  Features Intersected: SR 2014 Simpson Ferry
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.940,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53757,  Location: 0.6 MI SOUTH OF SR 2017 (Lat: 40.212200,  Lng: -76.906650),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 3,910 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,531 (year 2032),  Design Load: HL 93,  Features Intersected: YELLOW BREECHES CREEK,  Facility Carried by Structure: Spanglers Mill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54494,  Location: 03MI E.OF YELLOW BREECHES (Lat: 40.167908,  Lng: -76.903417),  Route carried "on" structure: State highway 114,  Year Built: 2017,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,346 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,012 (year 2032),  Design Load: HL 93,  Features Intersected: TRIB OF YELLOW BREECHES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019

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Structure Number: 13763,  Location: LOWER ALLEN TWP (Lat: 40.234722,  Lng: -76.913897),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,895 (year 2020),  Truck Traffic: 2%,  Features Intersected: SR 2014,SR 2033,NORFLK S,  Facility Carried by Structure: PA 581,SR0581
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.259,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 13763,  Location: LOWER ALLEN TWP (Lat: 40.234722,  Lng: -76.913897),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 10,567 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 2014,SR 2033,NORFLK S,  Facility Carried by Structure: PA 581,SR0581
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 9.252,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 14035,  Location: LOWER ALLEN TWP (Lat: 40.190000,  Lng: -76.921667),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 25,229 (year 2001),  Truck Traffic: 24%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-646
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 37465,  Location: I-83 & TNPK RAMP, EXIT-39 (Lat: 40.210383,  Lng: -76.878369),  Route carried "under" structure: Ramp State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 6,771 (year 2021),  Truck Traffic: 7%,  Features Intersected: PA TURNPIKE RAMP E,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 37465,  Location: I-83 & TNPK RAMP, EXIT-39 (Lat: 40.210383,  Lng: -76.878369),  Route carried "under" structure: Ramp State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 2,802 (year 2021),  Truck Traffic: 7%,  Features Intersected: PA TURNPIKE RAMP E,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 37466,  Location: I-83 OVER PA T'PIKE (Lat: 40.211669,  Lng: -76.879108),  Route carried "under" structure: Interstate 76,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 1975),  Truck Traffic: 15%,  Features Intersected: PENNA TPK, I-76,  Facility Carried by Structure: I-83; York express
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 37467,  Location: 0.1 MI N OF PA TRNPK (Lat: 40.212967,  Lng: -76.879889),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 1980),  Truck Traffic: 1%,  Features Intersected: T-955; LIMEKILN RD,  Facility Carried by Structure: I-83; SR 0083
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 37473,  Location: I-83 EXIT 39A (Lat: 40.206794,  Lng: -76.875639),  Route carried "under" structure: Interstate 83,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 35,609 (year 2022),  Truck Traffic: 15%,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: PA 114; Lewisberry
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 61.876,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 37473,  Location: I-83 EXIT 39A (Lat: 40.206794,  Lng: -76.875639),  Route carried "under" structure: Interstate 83,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 29,754 (year 2022),  Truck Traffic: 19%,  Features Intersected: I-83; SR 0083,  Facility Carried by Structure: PA 114; Lewisberry
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 61.858,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 38029,  Location: FAIRVIEW TWP (Lat: 40.203750,  Lng: -76.898806),  Route carried "under" structure: State highway ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 2,890 (year 2022),  Truck Traffic: 2%,  Features Intersected: LR66028, SR 4027,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.53m (14.86ft),  Kilometerpoint: 0.980,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 3803,  Location: FAIRVIEW TWP (Lat: 40.208333,  Lng: -76.871667),  Route carried "under" structure: Interstate 76,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 29,356 (year 2001),  Truck Traffic: 21%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: TURNPIKE RAMP AB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 38031,  Location: FAIRVIEW TWP (Lat: 40.206667,  Lng: -76.868778),  Route carried "under" structure: State highway 114,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,632 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 0114, Lewisbury Road,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 7.298,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 45869,  Location: Capital City Mall (Lat: 40.222042,  Lng: -76.936606),  Route carried "under" structure: State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 4,436 (year 2020),  Truck Traffic: 3%,  Features Intersected: Lower Allen Dr/T618,  Facility Carried by Structure: US15
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 45869,  Location: Capital City Mall (Lat: 40.222042,  Lng: -76.936606),  Route carried "under" structure: State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 4%,  Features Intersected: Lower Allen Dr/T618,  Facility Carried by Structure: US15
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 46021,  Location: Outside Camp Hill (Lat: 40.227419,  Lng: -76.932442),  Route carried "under" structure: State highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 8,815 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 2014 Simpson Ferry,  Facility Carried by Structure: US 15
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 7.900,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)